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12230 SW MAIN STREET-2 M . r • I�i J r - ,Wd+M4eJ.;^,iii.3+uf�t"k.,_an.. . ,..e'dLi«tti'e�5.�^ea,+tw::�ua:�,„•:�'1.d.ai r. ....t'a-ar,C,. . .,.... „....,. , ..... ,�k(&:Jr+v:3.. 0 N W � E- I mn IN 7Q'ry� ( IL Q . r 4. m0NN NN ;Zrin N< O0 In TIGARD1 . OREGON �L) INTEGRITY INVESTMENTS OWNER 6324 NE HALSEY ECEIVEC) PORTLAND, OREGON 97213 mp , jugS TELEPHONE: 503 -287-6783 i x FAX: 503-288-6900 BUIL 1 iDiVIS10 r CONTACT: DOUG LEPPER YORKE AND CURTIS CONTRACTOR 4480 SW 101ST AVENUE BEAVERTON, OREGON 97005 TELEPHONE: 503-646--2123 FAX: 503-643-5531 CONTACT: DAVE C U RTI S ,b CIDA, INC. ARCHITECT 4445 SW BARBUR BOULEVARD, SUITE 200 _ PORTLAND, OREGON 97239 TELEPHONE: 503-226- 12.85 1 FAX: 503-226- 1670 �" f CONTACT: JENNIFER BEATTIE � W r< W ;. CIDA, INC. ENGINEER �- 4445 SW BARBUR BOULEVARD, SUITE 200 - iC SPECfA►L iNSPECTION REQ�G I z z PORTLAND, OREGON 97239 -state or Oregon st�,ctur � s �,a,ty code_ n TELEPHONE: 503-226- 1285 D COnCret•and Reinforcing Stwi a Q L� <® $ 0 FAX: 503-226- 1670 GENERAL SPECIFICATION. ,. Boitslnstai-ed In Concrete CONTACT: STEVE YOUNG DNVISION 1: MERAI REOUIREMENT'S ❑ Sp•clal Moment-Resisting cont rate rrame O /v THE CONTRAC EOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIEDtl ON THE DRAWINGS AND GENERAL NOTES AS WELL AS THE PHYSICAL CONDITIONS OF THE BUILDING AND U Ralnforcing Steel NrestrtrRsir}g Stns' Tandons > r 4+ O tom- J SITE. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. x 3tructutal Welding PATCH AND REPAIR ALL EXISTING WORK DAMAGED BY NEW WORK TO EXISTING CONDITION OR NEW ❑ High•$tr•ngih Rcrting CONDITION, WHICHEVER IS MOST APPROPRIATE. REPLACE ALL EXISTING SLABS AND PAVING REMOVED D Stn,ctursl Mdsnn v 1'. 0 0 [] �� FOR NEW CONSTRUCTION. ry '^rte lir l ALL WORK 1'O CONFORM TO THE LATEST ADDITION OF THE INTERNATIONAL BUILDING CODE AND v Relnfo:oed Gypsum Concrete ►,r1 {.� APPLICABLE STATE AND FEDERAL SAFETY ORDERS, INCLUDING ADA ACCESSIBILITY REQUIREMENTS. ° © Insulating t:orcreta dill or+nsloN a: wood AND PLASTICS Vf D Stray Applied Fira.R•slt;tive Mstorlals N 0 Q CARPENTRY: ALL LUMBER AND PLYWOOD TO BE GRADE MARKED IN ACCORDANCE NITH ONE OF THE Cl I clings,Drilled Piers and Casts a r- Nte, FOLLOWING AGENCIES: WEST COAST LUMBER INSPECTION BUREAU "STANDARD GRADI JG RULES FOR WEST LEGAL DESCRIPTION to W I COAST LUMBER" • WESTERN WOOD PRODUCTS ASSOCIATION "GRADING RULES FOR WESTERN LUMBER" AMERICAN PLYWOOD ASSOCIATION i Cl 9pecia g, ACAvi,tion and f• -.11 IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE ABLE 230 .9. AMN �.�+ T 41 FRIG TAX LOT: 4100 D Smoir.e•�C'o tr S s 14 x y � DRAWr•1 rjv: SMr•' .Mti r I I ANCHORS: SIMPSON STRONG-TIE POWER DRIVEN ANCHORS: OMARK 1/4" SHANK H4i5, /47095 f �� . CHECKED P LMR W X. Iw F I TAX MAP 2S1D2A4 )J Other Ins ttons - 3: DOORS U �; W ( DMSION 8: DOORS AND WINDOWS HOLLOW -ffTAL DOOR AND RELITE FRAMES; KNOCK-DONIN SPLIT TYPE. 18 GAGE ROLL_D STEEL, TIMELY OR EQUAL, MANUFACTURER'S .- .. I STANDARD FINISH, COLOR: SC103 BLACK, 1 i'� ; 2 KE V `. AE ` a N V LOQRHARDWARE; LEVER-ACTION LOCK SETS AND LATCH SETS WITH BRUSHED CHROME FINISH UNLESS NOTED OTHERWISE. HARDWARE FUNCTIONS TO BE COORDINATED WITH TENANT. ALL NEW HARDWARE SHALL MEET ADA ACCESSIBILITY REQUIREMENTS. �� O OR w ,��► r � GLAZING: ALL GLASS TO CONFORM TO LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, CHAPTER 24. ./ �' 1__ 11—_3pr x► yAtrc pfSK • - • • • IGLAZING IN ACCORDANCE WITH FA, AAMA, AND SIGMA RECOMMENDATIONS �\ OF +� 2 OS/10/05 MADMG PERMIT •' • • • • • ,/ 1 -- — - - TEMPERED GLASS PROVIDE TEMPERED GLAZING IN DOORS, ENTRANCES, OR OTHER TRAFFIC AREAS IN ACCORDANCE WITH IBC. PROVIDE ---- �- ' A LABEL ON E1,CH PIECE SHOWING COMPLIANCE. w� ` ��� ISSUED o rt: PHASE 2 SCHEMATI1 FLOAT GLASS IN ACCORDANCE WITH FEDERAL SPECIFICATION DD-G-451, TYPE I, CLASS 1, QUALITY 03. Q DESIGN: 04-08-05 p, TEMPERED GLASS DD-G-1403, KIND FT, CONDITION A, t YPE I, CLASS I, QUARTER INCH THICK PH2 CD: 05-10-05 PREPARATION AND GLAZING SHALL CONFORM TO APPLICABLE RECOMMENuATIONS IN THE FGMA GL,'ZING MANUAL AND GLAZING, SEALING SYSTEMS MANUAL. DNIStON 9: FINISHES , fi ---- 1 ALL WORK SHALL BE IN ACCORDANCE WITH PERTINENT RECOMMENDATIONS OF THE PAINTING SPECIFICATION MANUAL FOR TWE PACIFIC \ 3 -- NORTHWEST AS PUBLISHED BY THE PAINTING AND DECORATING CONTRACTORS OF AMERICA. COVER SHEET ACCEPTABLE SUBSTITUTE PAINT MA,NUFACTU'7ERS: MILLER, BENJAMIN MOORE, SHERWIN WILLIAMS, RODDA, PITTSBURG P41N1 AND PARKER. 117 APPLY All_ PAINTS IN STP'CT ACCORDANCE WITH MANUFACTURER'S CAN LABEL REGARDING COVERAGE, THINNIt�iG AND DRYING TIMES, NCIRI'H 7 VICINITY MAP y C S Main St 12231)Fat 182005-00192 , `a r I of 6 .,oA�Nh, 040103J)" ' i'r ,t orI #lit nit rlltl,± tin 1±itUlll I1 t#11 d 1 III ' I5 t T + 1 1 1 t t r ., .; ...,,,�,�:' CfT1 r !I ti 14 I I IIiI I i ' 11:�11 ±f It �l 1, t ,It, ( I'll IIS ,1 Il�Ilf'1lII11i111}1111 IIIIIIII 111 IWI�Illlihll ililltllll i!!II#I1�###1�„li 1H#SI#frill }tic I{f! Ill,”, I} Illtfifllll}llill B Y ST1 a+«Q.r em 2 3 3 e 7 9 10 1 1 1 2 1�3 t 4 16 117 [a Ilii 2C 2�I 2 2 2�3 2I4 25 718 2�7 2�9 249 30 7 wskl • iO� q# l _, x , : y�,,�„ ,;"•M"'',�ivy,'�mas^ri'i �' �"�'7�4,t�1:Fd'.:44'?&�fV'�"b'R!" >"�Pd'8^H'@1J :ia•a6"k r;,'�' ?) h7;i .>w ��1 itn �"JSItR,M g. u:6M4 4 :v ".x�','�, ,... r;vi� J �'Mr1 {,. . , , I I 3 f 1rg. n1 11 I 1. • 0 0 N t 2 3 0 N 73 29, AREA OF WORK 66 49' 13.39' 4y 9'J' 59.46' 17.58' 8 SPACES 0 7.5' EA.=60.0' 13.65' LEG—ON-0- 18 ' I +II III »a_�1.-__. ._ _1�- - _ ________ I�;/�i ,�.,-%��-r,-•--/-----/--;/�-/-1'/-�r�-- �'mss--- -►-'�-----i: 1-,i,. /f',// ,//'/_' r/--_i-_r/_-- _.__,_�;..t_l�r��� �l_'-�/l,../'�,�,�/j_�_/--/- _�_.'_/-_i.__. �I 11_.�I I ' I Ii! f. ,T III -_—_� ♦ HANDICAP PA KIN ALL SANITARY SENER I ER LINEnpp j)N!p h% — C COMPACT PARKING S ALL NN(E) EXISTING DW DOMESTIC WATER LINE r0Sf1 D DRIVE-IN DOOR14'c• -HIGH DOOR � N NDOCK n zLIGHT POLE C CC C C C C dG, 00 I I /• / / f i / 7ss: / / ' / I 1 / . / 'i• /. - y//7// / "� i a 4 SPACES 0 2 SPALLS AFNERAL TES I i' ', . �/ // j �' (��////// 14 7.5' = 30.00 8.5' = 17 0 / EXISTING CCNDir!ONS 1: ' • ♦ ;. � j CONTRACTOR SHALL VERIFY' AND CONFIRM I I u ' �/ `/ �' `' 'r ' •' ��' % `i' / C C ! 1 SHOWN UP, IMPLIED ON DRAWINGS PRIOR TO START OF ' 1 ,,�. •/ , ' / - "/ //� C I D CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. I d r B / EXISTING BLDG. I MISTING UI ! EXIST UILDING /% / ' ,''•':,' ��" 275 SQ. FT. / �' 24 6 $3� 6 t II X14.0 g.5 r I I 10 TYPICAL. CURB .RADIUS - 3' UNLE,5 NOTED OTHERWISE. G ! 1 � (INCLUDIN• 2ND FLOOR) .• � •< �', ..r ' r r� � � _.L-_ I I� 1` •1..Cc�1 I ;�r, ' •'/ j '' �'/` 13 l I EXISTING CONDITIONS BASED ON BOUNDARY :- TOPOGRAPHIC SURVEY , I { .J•..•R+rB '� /' � /" •/' ''• ` ,'/� •., /' / �.,,, x •�,° ; I BY AGAPELAND SURVEYOR DATED 4/25/04 I •••I "� wi I �f,�. '• • • ,% ,, ,, � �. � '' �• r „� � CONTRACTOR TO CONNECT NEW WATER, STORM AND SANITARY .2 ' ``../� SERVICES LINES TO EXISTING SERVICES ON SITE WITH LIKE SIZES. ! t ------- %/ '' / i �'' %, �;/''� ' %� / ✓ / V) cv 3 SLOPE PER CURRENT EDITION y_ ' ;/' / f� ON OF THE UNIFORM PLUMBING CODE ""!''' """-- -f' 'i��', / 22 `v tE> / CONTRACTOR TO VERIFY LOCATIONS AND SIZE OF LINES PRIOR TO • 14 I �f CONSTRUCTION FOR CAPACITY VERIFICATION. • AIL . 'Is KEYNOTES 15 19 hi 11 Ln 1 17 STM E 'EXISTING BUILDING t 6 2 2 — ( ) 19 789 SOTO BE D M LISHED 21 //`>>` '� 19 1 1 8 11 �2 19 `l X01 NEW LOADING ZONE 'U 5 0 15 / 20 \� O NEA G" CURB. 6 g ;.;; ADA �, ADA 5> \ /;. 6 3 EXISTING CURB TO BE REMOVED AS INDICATED. (E) \ (E) ,;z <E) q tE) (E) O EXISTING TRASH ENCLOSURE AREA TO BE ENLARGED REPLACE EXISTING SLIDING AT ;�,, ,, :� /'> �'�:�, '. ;.•• � ``•� ' • 4 S E E S SLD G GATE ;�' WITH 6'--0" HIGH DOUBLE SWING GATES WITH REDWOOD SLATS--SEE 6/A0.2. ___ 'y �.; ,��'���- -, ._,.�. ..�.. >�: _'..�. ._,`�♦•_�� � � .� _..-. - 5 Ex151tNG CURB AND LANDSCAPE AREA TO REMAIN UNCHANGED. ... - 0 , 4 \�-..-_:_.�--�,�'I-�•-,•-._�..-� - _ter...--�--�.�-�•..__ - - E= �- --- - NOT USED TT 7. 7R 31K �- (_-_/ REMOVE EXISTING TRUCK DOCK PIT OEXISTING DRIVEWAY TO REMAIN UNCHANGED. �___/ REMOVE EXISTING PARKING STRIPES AND ADD NEW COMPACT CAR SPACES, 1 p EXISTING SIDEWALK TO REMAIN. --------- t 1 NEW SIDEWALK--SEE DETAIL 10/AO.1. W �\ NEW LANDSCAPE AREA--PLANT WITH 1 GAL. COTONEASTER DEMMER 0 36" OC--SEE W �1L mou� sr"z RACKS �) 12/A0.2. W 13 NEW LANDSCAPE AREA---PLANT WITH 'PRIDE OF DONARD' ESCALLONIA 4' OC--SEE -- ---(- I 12/AO.2. 14 EXTRUDED CONCRETE CURB---SEE DETAIL 9/AO 1. _ COLD ASPHALT RETRO REFLECTIVE FILM, INLAID INTO FRESH ASPHALT 15 PEDESTRIAN CROSSWALK, ADA DETECTABLE--SEE DETAIL 4/AO.1. WITH ADA _DETECTABLE SURFACE ,�\� �\\ 011��\Enlml\\E,� 16BICYCLE PARKING, PROVIDE 8 SPACES, (5 EXTERIOR - 3 INTERIOR) C.._y" • " �� \, .a ,• 017 EXISTING CURB AND SIDEWALK TO REMAIN UNCHANGED. r c� EXISTING LANDSCAPE AREA TO REMAIN. �� ` 9.75" 3,-O„ ,� • •.• • . ; • 19 EXISTING PARKING TO REMAIN. ry ri 1a I \ �� ��` '� I I ! _ •• i v 20 EXISTING STREET TREES TO REMAIN. z a • 21 NEW ADA STALL AND LOADING SPACE -- SEE 2/AO.2r FOR -)TRIPIN i •v`�•. .� s O REQUIREMENTS. `��, \ \ ; \ \ \ '�' 22 EXISTING LIGHT POLE TO REMAIN sms hr} < LOCATION OF TRANSFORMER--CONTRACTOR TO COORDINATE LOCATION OF GAS METER--CONTRACTOR TO COORDINATE � N SURFACE FLANGE MOUNT r IN--GROUND o v NOTE: PROVIDE WALL MOUNTED RACKS FOP 3 BICYCLES ! �� BY CORA BIKE RACK INC., OR APPROVED EQUAL DRAWN 4 ADA DETECTABLE CROSSWALK s BICYCLE RACK WALL MOUNTED BICYCLE RACK CHECK C-�r ,Mf1/,;Mi CHECKED BY: JMB o• N T S 02550-01 �. N.T.S. 02580-08 O. N.T.S ,--DIAMOND PATT. THIS SHEET TEXTURED SURFACE PER n • OSSC SEC. 1108.16 PROMED -1:50 MAX OR -- FOR _6•� 13 3 1/2" CONCRETE SIDEWALK :;� M c W/CONTROL JOINTS 0 12'-0" REFERENCE 6" CURB PER PLANS EXTRUDED CONCRETE CURB SET IN O.C. MAX. (SEE PLAN FOR t,�s , • •� t �� EPDXY CEMENT SEE PLANS LAYOUT) Y• 550' - '�• -- _-- _ -_ 6,00' ' 6.00' I SSuE.D DATE CURB -- FINISH GRADE 2% MAX. SLOPE PHASE ?. SCHEMATIC -ADA DETECTABLE T '' 1 X MIN. SLOPE �, `��_�-"�"`- CROSSWALK � �� I NOTE: SIDEWALKS TO HAVE LIGHT DESIGN: U4•-08-U' --LOADING ZONE V PH2 CD: 05-10-05 - BROOM FINISH UNLESS NOTED p 1 -_ -CURB - o ,� )'i OTHERWISE, SrDEWALK - __ _ -_ - - - o o u `7 n�, o 'fi, apo 1 0 r +- CURB / -1-50 MAX �. �— e �•tl °tl0 7 O O ' —DIAMOND PATI. d ° , , r r . O r� p Q r ]1 o �I TEXTURED SURrACL PER `' �?; '�1 °° tl �,0 • p °° 3„ CRUSHED RACK BATE `'/ OSSC SEC. 1 108.16 $ I I %r. o -- CRUSHED ROCK UNDER PAVING MAX IP I i a• t , 1Vf AROWECTUML DRAWING r!rt_E' � ADA DETECTABLE I I SITE PLAN E2 CROSSWALK 6.00' --ADA DETECTABLE CROSSWALK \ DIAMOND PAIL A00 TEXTURED SURFACE PER OSSC SEC. , ,08,16 10 SIDEWALIK SEC110N a ADA DETECTABLE CURB RAMP �-- cuRe RAMP 9 EXTRUDED CURB_ - r=rrrwrrrrrrwrr.rWrrryilrrr♦Irrrl► Q. 1-t 2" 1',-0" O. 1/4- = 1'--0" Q 4 of fi JOB NO 0401 031, k; ..,,..,.._.....• _ .,�.».,,w,..,.,..„_, ,.<..: ,>n>w. I+ ,_: N �..:n, ,wr....,a.M�°y.,,�.� „«,�m,:.„1,,, �,;,: . ,,. ,.b,... : .,>.,, .,.�.r ,.,,:. J. -i. fin•, ..�.pPr,M •NWr•I• .. K` w ._ .._ _ -... _._-.. .. .,r..... ,. ,.__- .. .,..,-..,,.,.,. ...,ru_.-.. ... '�. • � , I t Ir II 1 .+wee wd 4 s} I i I. 11 IId, ,li ilU .111 11!I ,ill flit rMld !I :11 1! I III Ill I I= ' 1 w Cm . I t � I I f SI. I�J iiii Ifl� i ff! I I III .,, IItR Illt 1111 i,ll,!I!I �!Il I I. Ifl, f I it fill l,lt Ifll llR Rilt ill Ittl III•Iilf I!IV 1.11 111, 1111 illi ilii • L.EoRK"STRIP i 1 I t ! i , , 1 { 1 ( 1 , from Icm ! `ry ID 1 1 12 13 1d !y8 ii► it 10 20 21, 92 $3 4 913 28 27 2P 2'9 3 t n .. .. M N • A O.-v } , i� 1 r b 1 1 � 1 + : 1. :. , s;rM ,1s 2 LEGEND 0 T _... — 0 63, U —_ —J N 24 _16_9 ROOM NUMBER H 1018 DOOR NUMBER--SEE A7 I D I f ODS DOWNSPOUT ODS �'E) EXISTING DOWNSPOUT > - --- — - -- ORD ROOF DRAIN / M a ---1-------- --- .. NOW 6 1 De 0OFD OVER FLOW DRAIN m° DRIVE IN OVERHEAD DOOR ' I �LF LIGHT FIXTURE 0 H ELECTRICAL OUTLET LOCATED ON INTERIOR N ABOVE STOREFRONT SYSTEM x o r HB+-' HOSE BIB g n WINDOW SCHEDULE--SEE SmEFT 1 i/A7 Ivo x I O9 4 0, C.,. CONTROL JOINT F.0 M. FACE OF MASONRY I NEW WALL EXISTING WALL TO REMAIN , i�JI REMOVE EXISTING WALL 3018) --- - - I � I ' � 1 ARCHITECTURAL FLOOR I PLAN GENERAL NOTES EXTENT GF WORK �4.TE' TO EXTERIOR REMODEL. NO WORK WILL BE I BULKSALESPERFORMED F' MEZZANINE LEVEL. -i-^� � FIRE EXTINGUISHERS SHA_L BE LOCATED AS REQUIRED BY SECTION 1002, UFC. COORDINATE LOCATION WITH FIRE MARSHALL. • I 8 GLASS USED IN DOORS OR C�ZING LOCATED WITHIN A 24" ARC OF THE :�! _.__ _ �J 1` NEAREST VERTICAL EDGE OF A DOOR OR IN AREAS SUBJE HUMAN `i'' I i TMP I IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMF OR OF " AN APPROVED SAFETY GLAZING MATERIAL PER SECTION 240u, UBC. e LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 12U OF THE UBC. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED 11) I THE REQUIREMENTS IN SECTION 707, UBC FOR SMOKE DENSITY AND I I FLAME SPREAD. i I PROVIDE SIGN STATINC "DOOR SHALL REMAIN UNLOCKED DURING BUSINESS ' I HOURS" PER SECTION 1007.2.5, UBC ON ALL LOCKING ENTRANCE 12 DOORS--COORDINATE WITH COOK SCHEDULE. I w► ' PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1003.2,9 OF T,iE qac APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITh. ALI. I FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS r y ; 1 SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, 1! / AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS L W - OF THE DATE OF THE CONTRACT DOCUMENTS --� ( CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINA'_ W L ' • j 8 I P. ALL REQUIRED INSPECTIONS. ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. P. 0-- I 1 ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY / 3 1 3 3 2 CODES. Z Z W -0 O „ t0 N KEYNOTES Ca �t_ SO,y L WALL - - - - - - - - -- t-- - - - OS(E) < 1 CXISTINC C M U. W 5 A- 5 -A `` 6 - 4 \-J I, Cj EXISTING STOREFRONT SYSTF-M � n1t --8� � 11 7'-'4" 12'-0•' R.0. 6'-8" of 12'-0" R 0. 6'-8" 12'-0" R O. 6'-9" it it 1F'-p" PC., SAWCUT NEW OPENING IN EXISTING CONCRETE FOR ALUMINUM r f� VERIFY I L 23 -8" � STOREFRONT SYSTEM -- MATCH EXISTING FINISH r •NnTIFY A/E OF DISCREPANCIES I�R1tH � EXISTING CANOPY TO REMAIN O 1 ENLARGED FLOOR PLAN (D NEW SHEET METAL CANOPY -- SEE DETAIL 10/A1.1 O 6 DOORS PREVIOUSLY PERMITTED -- SHOWN FOR � N REFERENCE ONLY. r^ CDEXISTING RESTROOM - NO WORK THIS AREA. NOTE: - -�_ - FACTORY FINISHED 22 (MIN } GA. -09 EXISTING DOOR TO REMAIN. w PROVIDE MODIFILR FOR GSM CAP FLASHING (COLOR TO -- SKIM COAT FINISH ADHESION MATCH EPS TRIM) OVER 301b FELT EXISTING 8" CMU BLOCK WALL TO REMAIN [Al REQUIRED BY FOAM (� EXISTING STAIR TO REMAIN. SUPPLIER VALLEY FOAM PL 20 GA >< ID W. T LAP S v ( PLATES. PROVIDE FLAT LAP SEAMS 5MR/,IMB PRECCAT 559-348-2350) � 10 FUTURE FURRING WALL- 5/8" GYP. BD. W/R-13 BATT L'k�W'• ems. t/a" SAW CUT-- FILL W/ OR EQUAL. AND CONT. CLEATS, TYP INSULATION - BY TENANT PERMIT. CHECKED By !MB �- 'GARDENING SEALANT -_- 1-1/8- CDX PLYWD. W/ (2) O EXISTING MEZZANINE ABOVE -- NO WORK THIS AREA. CONTINUOUS REGLE1 NOTE: N12W W.S. 32" O.C. AT TOP 11 " SET IN MASTIC MIRRORED AT OPPOSITE - PLATE 12 EXISTING COLUMN TO REMAIN 125 9 PDF AT 12 U.C. k CONDITION. --- C,SLOPMiN. Z WELSH j 20 GAGE PAINTED SHEET METAL • k • I SLOPE CANOPY--- SOLDER JOINTS AND EDGES \ ' {vx-:` � . • "' 1%4x MIN --- -- - 9'-4" A_F �- /� tir:^:•�.' _ "r OR EXISTINGOF PARAPET FI ASHING- a TO REMAIN �;�' c� _. EXISTING -----^- _ .h 'I PHASE 2 SCHEMATIC BUILT-UP ---- ROOFING ^' UH2DCDIG05 O10�05vam (/ w N - (2) .125 0 Ppf; PE CLIP. CLIPS AT 24" O.C. I 3` 9_ _ p a' `-- EPS TRIM. ATTACH { EPS FOAM SHAPE W/ t3'-4" A.F.F. �Y ACRYLIC MODIFIED CEMENT ADHESIVE. fL00R PUN--PW1gE II PROVIDE 1/2 D.P. x `J 1/4" V--GROOVE DRIP 1�U" \ AT BASE. Kam _- at -�— -- --- NEOPRENE OR EQUAL WATER BARRIER PER WINDOW SKIM COAT FINISH WITH 1EX-COTE Alel------ -s--- MANUFACTURER RECOMMENDATIONS s SYSTEM OVER CMU WALT_ 10 FLASHING AT SHEET METAL CANOPY EPS CORNICE TRIM Main St 111311 ej � 1.12" 1 D" Atf 1 1/2 i 1,-0. tt[ !'lrr►s-rx1l<,, - 3ni6 � 1 1<y I�,r JOn rib 040 10 A 1 m STRIP � I C"n I II!IIIl�li +III !� 1 �+ IO I t 13 4 I F 17 15 f 9 ?0 . 2. 22 23 24 25 21 ; f 2 8 27 28 29 30 � ', I C kn�.l co I 2 3 .� � - n I _ I b Fi C P", OPM s d P I� t a;. r`m I� r y6, • -- -- _ — v>rvr�K DOOM SCHEDULE -� S AREA OPENING R —' FRAME ASSEMBLY CARPE - -- - TYPE OPE G D00 o t- IMD TYPE wDTH HEIGHT T4" MMT'L FINISH IMT L FWISH HEAD JAMS SILL Hm M RATING REMARKS AND NOTES - `"' _ -,tA /uta h►tA -- - - - -- -- '— -- c_ JR R.EF�RENCE ( 1 a �t t A --- ` ' - t - -- _� l -- - - -- - - -- __ :1R FFR EY - 1tolvic DOOR 'w' OPENING 'w"*2 00 h_ � ,, r= _ — -- — -- 1 OVERALL WEST ELEVATION l +a NJTES. 1 OPENING 'W` �,�,�_ I PANIC HARDWARE -- _ 4-' Nom- r- %Vii' _ - - i a 2 1' SINGLE C'rL+NDER DEAD 810>.T - 3. PROVIDE PEFvwE.TER RUBBER SEAL AT DOOR (A" SIDS) 4 PROVtOE ADA COIMPLANT CLOSER 4 - 3 PROVIDE PRWDE SIGN STATING 'THIS DOOR TO REMAIN QNLCCXED DURING BUSINESS ►+011URS• I ---- - I - 6 PROVIDE CLOSURE y TEMPERED - - 7. EXrSTING DOOR TO BE RELOCATED ' I 8. MANUALLY OPERATEC GLASS 9. PROVIDE KNOX BOX t N FI-USN SECTIONAL OVERHEAD DCUBLE ALUMINUM STOREFRONT HARDWARE FUNCTIONS _ ^ A PASSAGE LATCH D ENTRANCE OFFICE LOCK I�A� _ \� SEE SCHEDULE FOR S12E �C SEE SCHEDULE FOR SIZE I 7 1 - - ScHLACE AL 105 SCHLAGE AL50ED ,o COMPANY SI N GE J { 2 DOOR TYPES ------ _ ..._ -_ 0 PRIVACY -OCK E STOREROOM LOCK - SCHLAGE AL405 SCHLAGE AL.BOPD rC SC,1. C ENTRANCE LOCK _- _- 5-01LAGE AL53P0 1 ao 1 11 ------------------------ ---------- ---- - ----------- -------------------------- --------- A'L1 SIlIA. ----------------------------8----- ------------ - ------ ---- ----------------- 8'_+' A.F.F. ------------------- to 3 PARTIAL WEST ELEVATION It of MULLION ��. IUILRQB I 2'-S• A F.F. _ EMT, 2 O� ---,'— —rk OF MULLION 11 rl� J _s 0'-C' F A.F. . 2'- 26' FIN FLR _ ___ _ � --= ._ _ ___ ----- "W- - - _ _ `• c 1M1IDV / �=1 'A A _ } 1r__CFR0_VM CARP ETA X7`-8" -r'..v. Li 4 / 12 j TO BE REMOvED W : F�-A2,-/+5;Vt. 111 i �-'t 7'-2' 7 t 1 • AF,F. OF MULLION 5- — ' -- ;.=_-- -- - __ _ ;:' :_ _ . 6 z Z r::..._.._.._.......... � 0 ''._...—.. AYf.flY•r _.__.....-. ( � T,. —r_'...1-►.+..r . T_l.�J'-1^'....T- 'r-'r.T' ...`.I.T... r,�T.�.. -� T-++1...--+-+-- ��=. tr_ r r� / I 2'—S' AFF. r` `Y -� -r-.,, W y, y; --•f I \\♦\, //// rk I -jam -l_ �1--r-- \ 5 OF MULLION 0,_0" T7Z FIN. rCOi3Rf z 0 ' ---� --=--`------------------�-----y- -_----- 1------------------------ -..--�:-o"•--- ------------ --------------- --= -WIIt1001N TYPE A' F!N. FLR. -...� - -- V J _ .--------------------------- ------ --------------------------------- ------ v ------------------------------------------ "..+.�. 4 WFIDOW_ SCHEDI LE _ _ 0 r0 wv 5 NORTH ELEVATION N Q 2. _ N C� — — MASONRY WALL KEYNOTES 71 kip uJim — MASONRY WALL AT HEAD AND SILL REVCVE EXISTING METAL SIDING, PATCH CMU AS REQUIRED-APPLY --------- -- CONDITION TEX-COTE SKIM COAT TO SMOOTH FACE SLICK, COVERATE GLAZING THICKNESS TO CONCEAL GROUT LINES AND IRREGULARITY IN BACKER ttC►D AND SEALANTBLOCKS. APPLY TEX--COTE TC600 WITH A FINE TEXTURE. 1712 -- STOREFRONT BEYOND _ ( 2 E7t �- ALUMINUM ST�)REFQONT t/4" SHIM ( !SYINii STOREFRONT SYSTEM �✓--� NEW STOREFR;INT SYSTEM � 3 ) � � � ALUMINUM STOREFRONT DOOR / `---� woe SYSTEM �� ,,/ (a NEA SHEET METAL CANOPY -- SEE DETAIL :J/A 1.t ---- Z_ �— 3 5 PANT SURFACE COLOR #t -- THATCH ROC" 86950 f I E GLAZING 6 Pati' SURFACE COLOR #2 -- WOOD CUT 8694M 1 I - /--` SUED COKRErE SLAB NOTE: WEAi CONDIT_y SIMILAR, PA v' SURFACE COLOR #3 -- BAUHAUS BUFF 8692W j PHASE 2 SCHEMATIC IIT '' ALLMNUM THRESKILD TO MEET ADA I `_,' PH2 CU: 05-10-05 ACL'ESSIBILiV STANDARDS—- SET tN B DESIGN: 04-08-U` -` �� � ~`�, FU'I,�RE 51GI.AGE BY SEPARATE PERMIT. FLOOR r k3E4 OF .,EALAN T 9 NOT USED r TEMOR WALKWA'f STOREFRONT DOOR �° t 0 EPS CORNICE - - SEE DETAIL t t/A t 1. ALUMINUM STOREFRONT SYSTEM I r= t II t t RELOCATE EXISTING SIGNAGE. A �t 11 `\ .-_ BACKER R00 AND SEALANT r it \ t 2 1/2RE'" tam \` FUTURE TENANT I16+PROVEMENT EXTERIOR EI.EWi01lS • -_ -_ it _ _ k FURRSNG I ,, MA I HOM II To A 21, 1 4 ALL�9 STOREFRONT DOOR @ THRESHOLD a AL DOOR JAMB AND HEAD _ � � ALUM. STOREFRONT DOOR @ CONIC. EXT. WALL _. �l � 1 �.. . ._ 13A t D " —2. —. gt�r!'",ZSLrII')1� - 3- g 0" p a 4 41{Fr ;`41 tfl' Mr 41.-' ..... .. arnev ...,.. .,. w.►•n .m+w., .•.+wa*xw,w.a..,n,,.m•, ,«errn.,, :e+w+n. + �a1r,a.+veGRM,.., ',9.:: ` _.....,-.......... t. ,'':.. 3`, , .1e..<,g I,.4 e', tlt•trtgf'.i.',orY-vr.>, r r.. t r,.,"u r ,°. _ ' rC, IITTLEGSIMU" STRIP ai i { ►.pUriy•r � � # � !4 '� � � i'O f 18 Iy !t I7 f I ^ � I I�•�1• I..IIr.,I� I Ipt ,, :, 9 2 2 22 23 '2 Tf t f , i ,'{ • fit Q�� F 1 � atI as r I 3I gyp( .. .... j t , m i Y:. r ^1t�+�/r.ks•e.a7yrE+:"i .tYr.�!1ke ¢zi �iP ,F:. • ,Yo G.. C. T � le 8 STRUCTURAL GENERAL NOTES W STRUCTURAL GENERAL NOTES CODE METALS SPECIAL INSPECTION PROGRAM 2004 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2004 ; 0 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED ESTABLISHED PER 2004 OSSC, SECTION 106, 1 U8 do CHAPTER 1;� __�._. OTHERWISE. I - , � r(14 0 r, DESA CRITERIA f4 0 2. STRUCTURAL STEEL SLAMS TO BE ASTM 992, FY-50 KSI, UNLESS OTED REM ('+ 1TII�JOU9 (3) PEaIODIC %3) REFERENCED S s P►NAR�7 —COMMENTS -a , _ REINFORCED STRUMPA1. MASONRY — REFERENCE FOR CRITERIA Q'0 Ip 0 OTHERWISE. _ ( d 0 ry n t Aa MASONRY CONSTRUCTION BEGINS, THE FOLLOWING ACS 530 1 ACI 530 ASCE 5 - ` m N rr 70+.. BEARING: 3, TUBES TO 6E ASTM A500, FY=46 K51; PIPES ASTM A50t, FY-36 KSI. � / ' 2500 PSF ALLOWABLE (PER GEOTECHNICAL REPORT DY SHALL BE VERIFIED TO ENSURE COMPLIANCE _ ASi E 6/TMS bU2 TMS 402 _ i'"'j N Z 500 CARI.SON TESTING DATEEI 02/03/05) 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. _ A, PROPORTIONS OF SITE-PREPARED MORTAR _ - -_ Y ART 2 6A _ __�__ _ �,n In in ROOF LOADS 5 WELDING TO BE BY CERTIFIED WELDERS USING E70XX LLECfRODES IN ACCO"DANCE B. CONSTRUCTION OF MORTER JOINTS _ T _ � - ART 3 3B �- - v Ir DEAD, EXISTING RGOF DEAD - 15 PSF WITH AWS STANDARDS. C. LOCATION OF REINFORCEMENT AND CONNECTORS I -- - X ART 3 4, 3.6A �- +a F ! SNOW: BASE - 25 PSF 6 ALL STEEL TO HAVE SHOP COAT. GROUND = 15 PSF I 7 STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR RFVIEW PRIOR TO ROOF PARAMETERS FABRICATION. 2) THE INSPECTION PROGRAM SHALL VERIFY: — Cc = 0,7, CI = 1.0, is = t.0 8 STEEL WASHERS TO BE USED AT ALL BOLIED CONDITIONS A. SIDE AND LOCATIONS OF STRUCTURAL ELEMENTS - X ART 3 3G _ - �- PF - 10.5 PSF + DRIFTING, 25 PSF MIN _.NT T 3 WIND LOADS: 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY B. TYPE, SIZE, AND LOCATION OF ANCHORS, - I X SEL'. 1.2.2(E), BASIC WIND SPEED (3 SECOND GUST) 100 MPH BE USED. INCLUDINC OTHER DETAILS OF ANCHORAGE OF I I 2.1.4, ;.1.6 WIND PARAMETERS SIMPLIFIED METHOD EXPOSURE CA1E6ORY - B 10. LATEST AISC, SJI, AND AWS CODES APPLY, ALL CONSTRUC'ION PER LATEST AISC MASONRY TO STRUCTURAL MEMBERS, FRAMES HANDBOOK. OR OTHER CONSTRUCTION EARTHQUAKE: 11 ALL EXPANSION BOLTS SHALL BE "HILTI KWIK BOLT-11" ANCHORS OR APPROVED EQUAL _ do - } C. SPECIFIED SIZE, GRADE TYPE OF REINFORCEMENT �x ART. 2.4, 3.4 SEC. 1 12 � SEISMIC PARAMETERS: WITH I.C.B.O. RATING FOR MATERIAL INTO WHICH INSTALLATION "TAKES PLACE.. D. WELDING OF REINFORCING BARS X SEC. 2.1.10.6.2, 3,2.3.4(B) - IE = 1.0, SEISMIC ,JSE GROUP - I -- - - MAPPED: Ss = 106, SI = 37 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 W/ HIL1i HY-150 A,JHESIVE. 3�RIQR f0 GROUTING, THE FALLOWING SHAH BE VERIFIED TO ENSURE COMPLIANCE: ___ SOIL: So (UNKNOWN) 13. ALL REFERENCE TO HEALED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED A. GROUT SPACE IS CLEAN _ x ART 3.2U SEISM! DESIGN CATEGORY D _ DESIGN: 0.75'5, =' 0.41 STUDS (NELSON OR EQUIVALENT). B. PLACEMENT OF REINF, AND CONNECTORS AND - - X AR 1, 3.4 ISEC. 1.12 PRESTRESSING TENDONS AND ANCHORAGES I C. PROPORTIONS OF SITE-PREPARED GROUT AND - x ART. 2.66 PRESTRESSING GROUT FOR BONDED TENDONS _ CARPENTRY D. CONSTRUCTION OF MORTAR JOINTS - X� ART 1,3B -- _ --' REINFORCING 4) GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE X ART 3.5 1 ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. COMPLIANCE_ WITH CODE AND CONSTRUCTION 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60 WELDED 2. ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2004 TABLE X304.9.1 DOCUMENT PROVISIONS WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. UNLESS NOTED OTHERWISE, 5) PREPARATION OF REQUIRED GROUT SPECIMENS, MORTAR — X _ ART 1.4 i. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES. 3, ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT SPECIMENS AND/OR PRISMS SHALL BE OBSERVED IN ACCORDANCE WITH ACI 318, CHAPTER 12 LAP SPLICES IN COLUMNS SHALL BE STANDARD SPECIFICALLY APPROVED BY ENGINEER. 6) COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS - X ART. 1.5 COMPRESSION LAP SPLICES PER LATEST EDITION OF AC' 318. OF THE CONSTRUCTION DOCUMENTS SHALL BE VERIFIED STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN 4 LUMBER GRADES: 7 EPDXY ANCHOR PLACEMENT _ — x WELDEC WIRE FABRIC SHALL BE MADE SC THAT THE OVERLAP MEASURED BETWEEN —GLULAM BEAMS, 2,4F-V8 AT CANTILEVER AND 24F-V4 AT _.__. OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF OTHER CONDITIONS; 8Z EXPANSION ANCHOR PLACEMENT` !_- X CROSS WIRES PLUS 2 INCHES. -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE TO MACH AND I DFN2 OR BETTER; 3. PROVIDE BENT CORNER BAR., D 0P WITH HORIZONTA. BARS AT CORNERS -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GiVEN ARE TREATED, SiRUVTLAA' SEI' MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL At L 1 MATERIAL VERIFICATION OF HIGH-STRENGTH VEINICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE 5. PLYWOOD: BOLTS, NUTS AND WASHERS PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANUAPD -FLOOR SHEATHING 3 4" APA INDEX 48 24, EXPOSURE 1; COMPRESSION DOWEL. EMBEDMENT LENGTH ACCORDING TO )HE ,:`kTEST EDITION OF ACI 318. -ROOF SHEATHING 5/8" APA INDEX 4C/20, EXPOSURE 1; A. IDENTIFICATION MARKINGS CONFORM TO ASTM - X !APPLICABLE ASTM MATLRIAL SPECIFICATIONS; —WALL SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; STANDARDS SPECIFIED IN THE APPROVED (AISC 335 SECTION A3,4; 4 CLEAR CONCRETE COVERAGES AS FOLLOWS -NAIL AS SHOWN ON FRAMING PLAN'.i. CONSTRUCTION DOCUMENTS AISC LRFD, SECTION A3-3 CAST AGAINST do PERMANENTLY EXPOSED TO EARTH -•------ 6. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. 8. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X tiJ J FORMED & EXPOSED TO EARTH OR WEATHER 2 INSPECTION OF HIGH STRENTH BOLTING _ 6 OR LARGER ---------__-.-___________2" 7. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR x -5 OR SMALLER -----•----------------1 1/2" APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. A. BEARING-TYPE CONNECTIONS EE X AISC LRFD, SECTION M2.5 COLUMNS (TO TIES) __________________1 1/2" PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE B, SLIP_C_RITICAL_CONNEC,TIONS _ _ X _— AISC LRFD, SECTION M2.5 REF. NOTE (7) W BEAMS (TQ STIRRUPS) -_-_.____..____.___1 1/2* 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND 3 MATERIAL VERIFICATION OF STRUCTURAL STEEL LLJ_ ALL OTHERS PER LATEST EDITION OF ACI 31E' UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT A. IDENTIFICATION MARKINGS CONFORM TO ASTM - OF BEARING STUD WALLS. _ SPECIFIED IN TH EHE APPROVED ASTM A 6 OR ASTM A 568 MASONRY CONSTRUCTION DOCUMENTS f n B. MANUFACTURERS CERTIFIED MILL TEST REPORTS - — - ASTM A 6 OR ASTM A 5F8 Ly 1 HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 4 MATERIAL VERIFICATION OF_WELD_FILLER MATERIAL GRADE N, TYPE I, F'M - 1,500 PSI, RUNNING BOND. SHOP DRAWINGS --� --- - —_ - --- - - -- -- — '7 A. IDENTIFICATION MARKINGS CONFORM i0 ASTM � � 't" 2 ALL MORTAR TO BE TYPE S, 2,000 PSI. STANDARDS SPECIFIED IN THE APPROVED AISC 3.'5 SECTION A3.6; 0 3 ALL GROUT TO BE 3,000 PSI, SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: CONSTRUCTION DOCUMENTS _ AISC LRFD, SECTION A3.5 r 1 Q ! 4 CMU WALL REINFORCING TO BE AS FOLLOWS: 1. STRUCTURAL_ AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS B. MANUFACTURER 5 CERTIFICATE OF COMPLIANCE - - - _^ V 5) INSPECTION OF WELDING LLJ A. STROCIURAL_STEE! - VERTICAL RE.INF'ORCING --- - ---- - LL 1 PARTIAL/COMPLETE PENETRATION GROOVE WELDS _X - AWS D1.1 - -� REF. NOTE 2 6t 5 O IN CENTER OF GROUTED CELL AT CENTER OF WALL, CONTINUOUS FULL 2) MULTIPASS FILLET WELDS X -� HEIGHT OF WALL WITH (2) N5 AT ALL CORNERS, INTERSECTIONS, WALL 3) SINGLE PASS FILLET WELDS > 5/16" X - AWS D1.1 REF. NOTE (2 do 4) ENDS, BEAM BEARING, JAMB$ AND EACH SIDE OF CONTROL JOINTS AND _`� AT INTERVALS NOT TO EXCEED 32" O.C. UNLESS NCTED OTHERWISE. 4 SINGLE PASS FILLET WELDS < 5 16�- _ r__ x _ — _ __ LAP SPLICES SHALL BE 48 BAR DIAMETERS FOR GRADE 60 BARS. 5 FLUOR AND DECK WELDS� -_ -- - X AWS 01.3 DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS B. REINFORCING STEEL_ _ Q 12 TO MATCH VERTICAL WALL OR COLUMN REINFORCING. _ 1) VERIFICATION OF" WELUAd UTY OF REINFORCING - - - - X I HORIZONTAL REINFORCING: STEEL OTHER THAN ASTM A 706 _- 2) REINFORCING STEEL-RESISTING FLEXURAL AND Q (2.) /5 IN MINIMUM 8" GROUTED CONTINUOS BOND BEAM AT ROOF, AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL AWS DIA ^' 'ELEVAT'ED FLOOR LINES AT TOP AND BOTTOM OF WALL AND AT SPACING MOMENT FRAMES, BOUNDARY ELEMENTS Of ACI 318: 3.5.2 ` `� — NOT TO EXCEED 4'-0" 0 C VERTICAL., PLACE THESE BARS CONTINUOUSr-- THROUGH CONTROL JOINT WRAP MASTIC TAPE FOR V-6" EACH SIDE of SPECIAL REINFORCED CONCRETE SHEAR WALLS CONTROL. JOINT. PROVIDE BENT BARS, TO MATCH HORIZONTAL. BOND — ANL` SHEAR R_EINFORCEME_►JT BEAM REINFORCING, AT CORNERS AND W'L I INTERSECTIONS TO MAINTAIN - � —_ �— 3 SHEAR kE"+F0,2CING _--X BOND BEAM CONTINUITY. LAP SPLICES SHALL BE 48 BAR DIAV, TERS - 4 OTHER 1tFI�;'ORCING STEEL X FOR GRADE 60 BARS. STACGEP. ALTERNATE SPLICES A MINIMUM paAwr4 BY SMR/JMB OF 40 BAR DIAMETERS cmrcwFn Sy JMFT PROGRAM FOOTNOTES: , O�o o - (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED y�jG 1 N& �5�\ 1 THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRUSE14T THE SPECIAL INSPEC-OR FROM AN ESTABLISHED TESTING AGENCY, FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, 4►\'�'� FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. _ REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, TINE PROJECT SPECIFICATIONS AND THE SPECIFIC; GENERAL \1 THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE NOTES SECTIONS. "THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH HE UNITED TO, URACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY 9E BROUGHT TO THE ATTENTION OF THE ARCHITECT. 0 ET JBSCRVAT ilN VISITS TO THE SITE BY THE A/E SHALL NOl INCLUDE INSPECTION SPECIAL TESTING REQUIREMENTS APPLY EQUALLY 10 ALL BIDDER DESIGNED COMPONENTS. 17 7 °�A �(�`t �wfi f OF THE ABOVE ITEMS. (2. SPECIAL SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER AL AN S� i ' 1 2, CONTRACTOR SHALL HE RESPONSIBLE FOR VERIFICATION OF' ALL DIMENSIONS WITH 2004 OSSC 1704.2.2 D''►WIN.rr PRIOR TO START OF CONSTRUCTION. RESOLVE_ ANY DISCREPANCY WITH ( ) EXP�RE5 30 06 . < 3. CONTINUOUS SPECIAL INSPECTION MEANS THAI THE SPECIAL INSPECTOR IS ON THE SITE A'T ALL TIMES OBSERVING k 4 A/E THE WORK REQUIRING SPECIAL INSPECTION (2004 OSSC 1104) PERIODIC SPECIAL INSPECTION MEANS THAT THE Iss���t} uatE 116 3. CONSTRUCTION MATER1Al SHALL BE. SPREAD OUT IF PLACED ON FRAMED FLOORS SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM 1HAT All. tA'ORK REQUIRING PHASE 2 SCHEMATIC OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PIER SQUARE FOOT SPECIAL INSPECTION IS IN COMPLIANCE. DESIGN; 04-08-0- r 4 WHERE' REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH (4.) ALL WELDS SHALL HE VISUALLY INSPECTED. FHZ CU: 05- 110-05 :1 STANDARDS SHALL BE THE LATEST E.DiTION AND/OR ADDENDUM. (5.) ALI. COMPLETE PENETRATICN WELDS SHALL BE TESTED ULTRASONICALLY OR Fat" USING ANOTHER APPROVED METHOD. 5. ESTABLISH AND VERIFY AL.L OPENINGS AND INSERTS FOR ARCHITECTURAL, i4j MECHANICAL: ELECTRICAL. t,ND PLUMBING WITH APPROPRIATE_ TRADES, DRAWINGS (6,) PERIODIC SPECIAL. INSPECTION IS ONLY REQUIRED FOR WELDING OF ASTM A 706 REINFORCING STEEL NOT GREATER rt d AND SUBCONTRACTORS PRIOR TO CONSTRUCTION THAN N0.5 USED FOR EMBEDMENTS, PRCVIDFD THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR 10 THE START OF WORK: PERIODIC INSPECTIONS ARE MADE 0, WORK IN PROGRESS: AND A VISUAL 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALT_ BE RESPONSIBLE FOR INSPECTION OF ALL WELDS IS MADE PRIOR TO SH,PMENT OF SHOP WELDING. " ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HF SHAII COORDINATE ALL DETAILS. (7.) TURN OF THE NUT `4ETHOD ----- 0 ` WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRAU^.TUR/Al NOTES s STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL ,fk+ GOVERN , 8. 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DY Mn� Utl o E S 2I ATTACH (E) J0151S 10 NEW BEAM W/ SIMPSON "B" TOP FLANGE HANGERS C�+ECrEO by. JMf� - -VERIFY ALL CONDITIONS SHOWN PRiCn TO STARTING CONSTRUCTION tt 2 NEW 4x4 POST--ATTACH TO SLAB W/ SIMPSON ABIJ44 BASE WITH 5/8"0 EPDXY1PA�FC`S�/ ANCHOR W/ 3 3/4" EMBED--ATTACH TO NEW BEAM WITH SIMPSON ACE4 POST CAPS _ � �+�� ♦� �� " C3) EXISTING MASONRY WALL 4� EXISTING BUILDING REMODEL PER PHASE 1 cy; - ♦ �L AN S� t 1 2" RETURN �----�— EA. SIDE TYP• 3/16 I i EXPIRES 6 30 X06, 12 L 3x 3x 1/4" x 0'-3" LONG W/ (i) 5/8"0 HILTI HY-150 EPDXY BOLT W/ 5" EMBED. PHASE 2 SC, VATIC PER --LOCATE EACH SIDE OF ELEVATION TUBE 0 2'-B" OC. 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